CN106049411B - A kind of barged-in fill drain consolidation system and its construction method - Google Patents
A kind of barged-in fill drain consolidation system and its construction method Download PDFInfo
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- CN106049411B CN106049411B CN201610379374.8A CN201610379374A CN106049411B CN 106049411 B CN106049411 B CN 106049411B CN 201610379374 A CN201610379374 A CN 201610379374A CN 106049411 B CN106049411 B CN 106049411B
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- layer
- hydraulic reclamation
- reclamation soil
- soil layer
- drain bar
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
A kind of barged-in fill drain consolidation system and its construction method, the system includes at least one layer of hydraulic reclamation soil layer, at least one layer of draining tube layer, drain bar and filter membrane, hydraulic reclamation soil layer and the draining staggered layered structure of tube layer, the bottom and top are hydraulic reclamation soil layer；The surface of hydraulic reclamation soil layer described in every layer is laid with one layer of cationic active agent；Draining tube layer is made of several drainpipes, and several drainage holes are distributed on drainpipe；Filter membrane is coated on the surface of drainage hole；Drain bar is inserted into hydraulic reclamation soil layer and draining tube layer；The method is the following steps are included: complete the hydraulic reclamation soil layer and draining tube layer of the bottom, hydraulic reclamation soil layer and the draining staggered layered structure of tube layer；Drain bar is set, wherein drain bar height is higher than all hydraulic reclamation soil layer absolute altitudes.The beneficial effects of the present invention are: improving the drainability of barged-in fill by hydraulic reclamation stage by stage；The filter membrane coated on drainpipe pricks non-woven fabrics using long fine heat, has resistance to flooding, permeability performance is extremely excellent.
Description
Technical field
The present invention relates to a kind of barged-in fill drain consolidation system and its construction methods.
Background technique
The Chinese patent of Publication No. CN 101235634A discloses a kind of method of reclaimed ground processing, it passes through
Envelope wall is set, and in the pre-buried vacuum tube in cofferdam bottom.It is laid with the sand bedding course of one layer of suitable thickness, inside arrangement chimney filter and vacuum
Pipe, surface cover geotextiles.Plastic draining board is set, and one section of drain bar crop out is tied up vertically in moso bamboo frame upwards
On.Dredger fill sandy soil is to absolute altitude.Vaccum-pumping equipment is installed, vacuum diaphragm is laid with.It starts vacuum pumping pump and reaches the design degree of consolidation in the soil body
Afterwards, that is, it comes to an end.Although the invention increases the consolidation process depth of vacuum preloading；Shorten the construction week of project of reclamation by pumping filling
Phase；Save vacuum membrane material.But construction method is more complicated, cost is higher.
The Chinese patent of 102926376 A of Publication No. CN discloses a kind of method of reclaimed ground processing, specifically relates to
And one kind is reclaimed fields from the sea region soft-soil foundation treatment method, concrete scheme is: in deep level of processing region, being formed in hydraulic reclamation soil layer
Before set long plastic draining board, it is default that long plastic draining board height is made to be higher than hydraulic reclamation soil layer absolute altitude；Hydraulic reclamation soil layer shape is completed later
At；Short plastic draining board is set in non-deep level of processing region later；Last large area piecemeal carries out vacuum preloading.
Although the processing of one step of this method is in place, accelerate deep Soft Soil Layer as load using barged-in fill during hydraulic reclamation
The duration is saved in consolidation settlement, reduces cost, reduces the problem of conventional point multistep reprocesses waste in place.But it is carried out
Discharging consolidation effect is not it is obvious that finally influencing whether our foundation stabilization.
Summary of the invention
In order to solve current reclaimed ground, there are the above problems, and the invention proposes one kind to reach well
To the purpose of reinforcing, and have structure simple, low cost, convenient for the barged-in fill drain consolidation system of construction and installation and its construction
Method.
A kind of barged-in fill drain consolidation system of the present invention, it is characterised in that: including at least one layer of hydraulic reclamation soil layer, extremely
Few one layer of draining tube layer, drain bar and filter membrane, the hydraulic reclamation soil layer and the staggered layered structure of the draining tube layer,
Wherein the bottom and top are hydraulic reclamation soil layer；Outside the hydraulic reclamation soil layer for removing top layer, hydraulic reclamation soil layer described in remaining every layer
Surface be laid with one layer of cationic active agent；The draining tube layer is made of several drainpipes, is distributed on the drainpipe
Several drainage holes；The filter membrane is coated on the surface of the drainage hole；The drain bar insertion hydraulic reclamation
In soil layer and the draining tube layer, and drain bar height is higher than all hydraulic reclamation soil layer absolute altitudes, i.e., described drain bar
The barged-in fill layer surface of top edge exposing top layer.
Cationic active agent is the substance that target solution surface tension can be made to be remarkably decreased, and can reduce by two kinds of liquid or liquid
Surface tension between body-solid, greatly improves the effect of draining, and Direct Uniform is layered on barged-in fill layer surface.
The drainpipe is groined type.
The filter membrane pricks non-woven fabrics using long fine heat.
The drain bar extends vertically through the hydraulic reclamation soil layer and the draining tube layer.
A kind of construction method of barged-in fill drain consolidation system of the present invention, comprising the following steps:
1) the hydraulic reclamation soil layer of the bottom is completed, and is laid with one layer of cationic active agent on surface；
2) drainpipe is arranged on the hydraulic reclamation soil layer completed, and forms draining tube layer；
3) one layer of hydraulic reclamation soil layer is filled on the surface of draining tube layer, and is laid with one layer of cationic active agent on surface；
4) it repeats step 2), 3) forms multilayer discharge structure, guarantee that hydraulic reclamation soil layer is arranged alternately with draining tube layer, the bottom
It is hydraulic reclamation soil layer with top, and outside the barged-in fill layer surface of top, the surface of hydraulic reclamation soil layer described in remaining every layer
It is laid with one layer of cationic active agent；
5) drain bar is set, keeps drain bar to extend vertically through hydraulic reclamation soil layer and pvd layer, wherein drain bar height is higher than
The barged-in fill layer surface that all hydraulic reclamation soil layer absolute altitudes, the i.e. top edge of the drain bar expose top layer.
The beneficial effects of the present invention are: (1) is placed on plastic drain-pipe between barged-in fill by hydraulic reclamation stage by stage, is mentioned
The high drainability of barged-in fill, preferably improves the consolidation effect of reclaimed ground, with easy to process and construction and installation
Advantage；The present invention is suitable for the basement process of barged-in fill；(2) filter membrane coated on drainpipe pricks non-woven fabrics using long fine heat,
With resistance to flooding, permeability performance is extremely excellent.Major function is to shorten drainage distance, accelerates draining.The plastic draining board,
The good vertical channel of moisture when it is basement process greatly shortens the consolidation time of soil.
Detailed description of the invention
Fig. 1 is the main view of basement process.
Fig. 2 is the top view of plastic drain-pipe.
Fig. 3 is plastic drain-pipe orthogonal view.
Specific embodiment
The present invention is further illustrated with reference to the accompanying drawing
Referring to attached drawing:
A kind of barged-in fill drain consolidation system of the present invention of embodiment 1, it is characterised in that: including three barged-in fills layer by layer
Layer 1, two layers of draining tube layer 2, drain bar 3 and filter membrane, hydraulic reclamation soil layer 1 described in three layers interlock with draining tube layer 2 described in two layers
It is arranged into layer structure, wherein the bottom and top are hydraulic reclamation soil layer 1；Outside the hydraulic reclamation soil layer for removing top layer, remaining is every
The surface of hydraulic reclamation soil layer described in layer is laid with one layer of cationic active agent；The draining tube layer 2 is made of several drainpipes, institute
Several drainage holes are distributed on the drainpipe stated；The filter membrane is coated on the surface of the drainage hole；The draining
Plate 3 is inserted into the hydraulic reclamation soil layer 1 and the draining tube layer 2, and 3 height of drain bar is higher than all hydraulic reclamation soil layers 1
1 surface of hydraulic reclamation soil layer that absolute altitude, the i.e. top edge of the drain bar 3 expose top layer.
The drainpipe is groined type.
Every layer of drainpipe layer height 1m, and single groined type drainpipe height is 15cm.
The filter membrane pricks non-woven fabrics using long fine heat.
The drain bar 3 extends vertically through the hydraulic reclamation soil layer 1 and the draining tube layer 2.
A kind of construction method of barged-in fill drain consolidation system of the present invention of embodiment 2, comprising the following steps:
1) the hydraulic reclamation soil layer of the bottom is completed, and is laid with one layer of cationic active agent on surface；
2) drainpipe is arranged on the hydraulic reclamation soil layer completed, and forms draining tube layer；
3) one layer of hydraulic reclamation soil layer is filled on the surface of draining tube layer, and is laid with one layer of cationic active agent on surface；
4) it repeats step 2), 3) forms multilayer discharge structure, guarantee that hydraulic reclamation soil layer is arranged alternately with draining tube layer, the bottom
It is hydraulic reclamation soil layer with top, and outside the barged-in fill layer surface of top, the surface of hydraulic reclamation soil layer described in remaining every layer
It is laid with one layer of cationic active agent；
5) drain bar is set, keeps drain bar to extend vertically through hydraulic reclamation soil layer and pvd layer, wherein drain bar height is higher than
The barged-in fill layer surface that all hydraulic reclamation soil layer absolute altitudes, the i.e. top edge of the drain bar expose top layer.
Content described in this specification embodiment is only enumerating to the way of realization of inventive concept, protection of the invention
Range should not be construed as being limited to the specific forms stated in the embodiments, and protection scope of the present invention also includes art technology
Personnel conceive according to the present invention it is conceivable that equivalent technologies mean.
Claims (3)
1. a kind of barged-in fill drain consolidation system, it is characterised in that: including at least one layer of hydraulic reclamation soil layer, at least one layer of drainpipe
Layer, drain bar and filter membrane, the hydraulic reclamation soil layer and the staggered layered structure of the draining tube layer, wherein the bottom and
Top is hydraulic reclamation soil layer；Outside the hydraulic reclamation soil layer for removing top layer, the surface of hydraulic reclamation soil layer described in remaining every layer is laid with one
Layer cationic active agent；The draining tube layer is made of several drainpipes, and the drainpipe is groined type, the draining
Several drainage holes are distributed on pipe；The filter membrane is coated on the surface of the drainage hole；The drain bar is inserted into institute
In the hydraulic reclamation soil layer and the draining tube layer stated；The drain bar extends vertically through the hydraulic reclamation soil layer and the draining
Tube layer, and drain bar height is higher than all hydraulic reclamation soil layer absolute altitudes, i.e. and top layer is exposed in the top edge of the drain bar
Barged-in fill layer surface.
2. a kind of barged-in fill drain consolidation system as described in claim 1, it is characterised in that: the filter membrane is pricked using long fine heat
Non-woven fabrics.
3. a kind of construction method of barged-in fill drain consolidation system as described in claim 1~2 any one claim, packet
Include following steps:
1) the hydraulic reclamation soil layer of the bottom is completed, and is laid with one layer of cationic active agent on surface；
2) drainpipe is arranged on the hydraulic reclamation soil layer completed, and forms draining tube layer；
3) one layer of hydraulic reclamation soil layer is filled on the surface of draining tube layer, and is laid with one layer of cationic active agent on surface；
4) it repeats step 2), 3) forms multilayer discharge structure, guarantee that hydraulic reclamation soil layer is arranged alternately with tube layer is drained, the bottom and most
Top layer is hydraulic reclamation soil layer, and outside the barged-in fill layer surface of top, and the surface of hydraulic reclamation soil layer described in remaining every layer is laid with
One layer of cationic active agent；
5) drain bar is set, drain bar is kept to extend vertically through hydraulic reclamation soil layer and pvd layer, wherein drain bar height is higher than all
Hydraulic reclamation soil layer absolute altitude, i.e., the barged-in fill layer surface of top layer is exposed in the top edge of described drain bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610379374.8A CN106049411B (en) | 2016-05-31 | 2016-05-31 | A kind of barged-in fill drain consolidation system and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610379374.8A CN106049411B (en) | 2016-05-31 | 2016-05-31 | A kind of barged-in fill drain consolidation system and its construction method |
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| Publication Number | Publication Date |
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| CN106049411A CN106049411A (en) | 2016-10-26 |
| CN106049411B true CN106049411B (en) | 2019-01-08 |
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| CN201610379374.8A Active CN106049411B (en) | 2016-05-31 | 2016-05-31 | A kind of barged-in fill drain consolidation system and its construction method |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100195689B1 (en) * | 1996-09-14 | 1999-06-15 | 유영을 | Quick consolidated method using pipe drain system |
| CN102220757A (en) * | 2011-04-18 | 2011-10-19 | 中交四航工程研究院有限公司 | Immediate processing method for drainage solidifying of super soft soil shallow surface space |
| CN102249581A (en) * | 2011-05-17 | 2011-11-23 | 河海大学 | Method for improving expansive soil by carbide slag and construction method |
| CN103031834A (en) * | 2011-10-09 | 2013-04-10 | 徐云童 | Low-position vacuum preloading rapid reinforcement method of soft foundation in hydraulic filling and reclamation |
| CN204418106U (en) * | 2014-12-24 | 2015-06-24 | 中交天津港湾工程研究院有限公司 | A kind of soft soil filling combined vacuum consolidation enclose low bank between fields structure |
| CN205975574U (en) * | 2016-05-31 | 2017-02-22 | 浙江工业大学 | Dredger fill drainage system of concreteing |
-
2016
- 2016-05-31 CN CN201610379374.8A patent/CN106049411B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100195689B1 (en) * | 1996-09-14 | 1999-06-15 | 유영을 | Quick consolidated method using pipe drain system |
| CN102220757A (en) * | 2011-04-18 | 2011-10-19 | 中交四航工程研究院有限公司 | Immediate processing method for drainage solidifying of super soft soil shallow surface space |
| CN102249581A (en) * | 2011-05-17 | 2011-11-23 | 河海大学 | Method for improving expansive soil by carbide slag and construction method |
| CN103031834A (en) * | 2011-10-09 | 2013-04-10 | 徐云童 | Low-position vacuum preloading rapid reinforcement method of soft foundation in hydraulic filling and reclamation |
| CN204418106U (en) * | 2014-12-24 | 2015-06-24 | 中交天津港湾工程研究院有限公司 | A kind of soft soil filling combined vacuum consolidation enclose low bank between fields structure |
| CN205975574U (en) * | 2016-05-31 | 2017-02-22 | 浙江工业大学 | Dredger fill drainage system of concreteing |
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| CN106049411A (en) | 2016-10-26 |
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